JPS60195234A - Laying and leveling device for soil - Google Patents

Laying and leveling device for soil

Info

Publication number
JPS60195234A
JPS60195234A JP5090084A JP5090084A JPS60195234A JP S60195234 A JPS60195234 A JP S60195234A JP 5090084 A JP5090084 A JP 5090084A JP 5090084 A JP5090084 A JP 5090084A JP S60195234 A JPS60195234 A JP S60195234A
Authority
JP
Japan
Prior art keywords
blade
height
set value
ground
soil
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP5090084A
Other languages
Japanese (ja)
Other versions
JPH0143091B2 (en
Inventor
Wataru Mizunuma
水沼 渉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP5090084A priority Critical patent/JPS60195234A/en
Publication of JPS60195234A publication Critical patent/JPS60195234A/en
Publication of JPH0143091B2 publication Critical patent/JPH0143091B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/76Graders, bulldozers, or the like with scraper plates or ploughshare-like elements; Levelling scarifying devices
    • E02F3/80Component parts
    • E02F3/84Drives or control devices therefor, e.g. hydraulic drive systems
    • E02F3/841Devices for controlling and guiding the whole machine, e.g. by feeler elements and reference lines placed exteriorly of the machine

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Operation Control Of Excavators (AREA)

Abstract

PURPOSE:To layer and level up soil and sand to uniform thickness by providing a driver to regulate the height of a leveler, a level detector to rub the surface of ground, and a controller to operate the driver in such a way as to make the level coincide with a set value. CONSTITUTION:When leveling soil 5 to a desired thickness (h), a thickness setter 18 is adjusted to make setting in such a way as to make the height from the ground 6 to the downside of a blade 9 the value (h). When a motor grader is run, since a level detection bar 11 is pulled downwards by a return spring 12, the tip of the bar 11 is always buried in the layer of soil 5 and moved while rubbing the ground 6. In case that the height between the tip of the bar 11 and the downside of the blade 9 is deviated from the set value (h), the deviation between the detected value of the sensor 10 and the set value (h) is transmitted from a mixer 19 to an arithmetical circuit 16. A correction output signal is then sent to an oil-pressure driver 15, and a lift cylinder 3 is operated so that the difference in height between the tip of the bar 11 and the downside of the blade 9 is restored to the set value (h).

Description

【発明の詳細な説明】 本発明は土砂等の敷き均し装置に関する。[Detailed description of the invention] The present invention relates to a device for leveling earth and sand.

競馬場のダートコースのようにある程度締め固められた
地盤上に土砂を一定の厚さに敷き均す場合、従来は地盤
上に予め敷かれた土砂の厚さを測定し、これをモータグ
レーダのオペレータに随時連絡することにより、オペレ
ータがモータグレーダのブレード上の上下高さを調整し
ていたので、この敷き均し作業にはモータグレーダのオ
ペレータの他に土砂の厚さを計測してこれをオペレータ
に連絡するための数人の作業者が必要であった。
When spreading earth and sand to a certain thickness on ground that has been compacted to a certain extent, such as on a dirt course at a racetrack, conventionally the thickness of the earth and sand that has been spread on the ground is measured and the thickness is measured by the motor grader operator. The operator had to adjust the vertical height of the motor grader's blade by contacting the operator from time to time. Several workers were needed to contact the

この敷き均し作業を自動化するため、第1図に示すよう
に、レーザー発信器(01)より地盤(02)K平行に
レーザー光(03)を発信し、このレーザー光(03)
をモータグレーダ(04)に塔載されたレーザー受信器
(05)で受光し、このレーザー受信器(05)からの
制御信号によりリフトシリンダ(06)を伸縮すること
によりブレード(07)を上−下して地盤(02)上に
敷かれた土砂(08)をその厚さが一定になるように均
す方法が提案されたが、ダートコースの地盤(02)は
第2図に示すように中高彎曲面となっているので、その
巾方゛向には土砂(08)の厚さを一定にすることはで
きなかった。
In order to automate this leveling work, as shown in Figure 1, a laser beam (03) is emitted from a laser transmitter (01) parallel to the ground (02) K, and this laser beam (03)
is received by a laser receiver (05) mounted on the motor grader (04), and the blade (07) is moved upward by extending and contracting the lift cylinder (06) according to a control signal from the laser receiver (05). A method has been proposed in which the soil (08) spread on the ground (02) is leveled to a constant thickness. Since it is a curved surface, it was not possible to make the thickness of the earth and sand (08) constant across its width.

また、第43図に示すよ5に、地盤(02)上の所定高
さに張られた丁張り(09)をパンタグラフ(010)
で擦り、このパンタグラフ(010)からの制御信号に
よりリフトシリンダ(06)を伸縮することによりブレ
ード(07)を上下して地盤(02)上に敷かれた土砂
(08)をその厚さが一定になるように均す方法が試み
られたが、これは多数の丁張り(09)を互に平行に、
かつ、所定高さに張るのに多大の手数及び時間を要する
という欠点があった。
In addition, as shown in Fig. 43, at 5, the pantograph (010)
The control signal from the pantograph (010) expands and contracts the lift cylinder (06), which moves the blade (07) up and down to keep the soil (08) spread on the ground (02) constant. An attempt was made to level the lines so that the
Another drawback is that it takes a lot of effort and time to stretch it to a predetermined height.

本発明は上記問題点に対処するため発明されたものであ
って、その要旨とするところは、ブレード等の均平装置
と、該均平装置の両端の上下高さを調整する駆動装置と
、上記均平装置の両端に配設され基盤を覆う土砂等の粉
粒体の層内に潜り込んで上記基盤の表面を擦るレベル検
出棒と、上記しはル検出棒によって検出されたレベルが
予め設定された設定値になるように上記駆動装置を駆動
する制御装置を具えたことを特徴とする土砂等の敷き均
し装置にある。
The present invention was invented to solve the above problems, and the gist thereof is to provide a leveling device such as a blade, a drive device for adjusting the vertical height of both ends of the leveling device, Level detection rods are installed at both ends of the leveling device and penetrate into the layer of granular materials such as earth and sand covering the foundation to scrape the surface of the foundation, and the levels detected by the above detection rods are preset. The present invention provides an apparatus for leveling earth and sand, characterized in that it includes a control device that drives the drive device so that the set value is reached.

本発明においては基盤を覆う土砂等の粉粒体の層内に潜
り込んで基盤の表面を擦るレベル検出棒によりレベルを
検出するので従来のように土砂厚さを計測するための作
業員や、レーザー発信器、丁張り等が不要となる。そし
て、レベル検出棒によって検出されたレベルが予め設定
された設定値になるように制御装置により駆動装置を駆
動して均平装置Ω上下高さを自動的に調整することがで
きるので−1,オペレータ1人だけで敷き均し作業をす
ることが可能となり、しかも、その作業は熟練を要せず
、短時間で遂行できる。また、レベル検出棒は均平装置
の両端に配設されていて均平装置の両端におけるレベル
を検出でき、これからの信号により駆動装置を駆動して
均平装置の両端の上下高さを同時に調整できるから、ダ
ートコースのような中高彎曲面を有する基盤上にその巾
方向にも均一厚さに土砂等を敷き均すことが可能となる
In the present invention, the level is detected by a level detection rod that penetrates into the layer of powder and granular materials such as earth and sand that covers the foundation and scrapes the surface of the foundation. There is no need for transmitters, tensioners, etc. Then, the control device drives the drive device so that the level detected by the level detection rod becomes a preset value, and the vertical height of the leveling device Ω can be automatically adjusted. The leveling work can be done by just one operator, and the work does not require any skill and can be completed in a short time. In addition, level detection rods are installed at both ends of the leveling device and can detect the level at both ends of the leveling device, and the signals from this drive the drive device to adjust the vertical height of both ends of the leveling device at the same time. This makes it possible to spread earth and sand to a uniform thickness in the width direction on a base having a medium-height curved surface such as a dirt course.

以下、本発明を第4図及び第5図に示す1実施例を参照
しながら具体的に説明する。
Hereinafter, the present invention will be specifically explained with reference to an embodiment shown in FIGS. 4 and 5.

第4図において、(6)は地盤、(5)は地盤(6)上
に予め敷かれた土砂、(9)はブレード、(7)は制御
装置、<11)はブラケットα騰に回転軸(27sを介
して基端が枢支されたレベル検出棒、QOは回転軸C!
功を介してレベル検出棒αυの動きを検出するセンサー
、αりはレイル検出棒Ql)とブラケットα□□□とを
連結するリターンスプリングである。ブラケット(li
k丁ピンα4、ブラケット(23)を介してブレード(
9)の両端に取りつけられ、ピン0荀を中心に回転する
。Q8は敷き均し厚さ設定器で、この設定値は混合器0
に送られ、ここでセンサー([C)から送られた出力と
比較されて両者の偏差がめられる。この偏差は演算回路
叫を介して油圧駆動装置(Lωに送られ、油圧駆動装置
α3からの指令によりリフトシリンダ(3)を伸縮させ
、リフトシリンダ(3)はサークルドロルバー(211
,サークルC?G等を介してプレー)’(9)を上下さ
せる。 C!41は零点設定器でこの設定値は混合器C
2ωに送られて、ここでセンサーα(llから送られた
出力と比較されて両者の偏差がめられ、この偏差は表示
器aηに表示される。
In Figure 4, (6) is the ground, (5) is the earth and sand spread on the ground (6), (9) is the blade, (7) is the control device, and <11) is the rotating shaft on the bracket α. (The level detection rod whose base end is pivoted via 27s, QO is the rotation axis C!
The sensor that detects the movement of the level detection rod αυ through the sensor is a return spring that connects the rail detection rod Ql) and the bracket α□□□. Bracket (li
K pin α4, the blade (
9) and rotates around the pin 0. Q8 is the leveling thickness setting device, and this setting value is set at mixer 0.
Here, the output is compared with the output sent from the sensor ([C), and the deviation between the two is determined. This deviation is sent to the hydraulic drive device (Lω) via the arithmetic circuit, and the lift cylinder (3) is expanded and contracted by a command from the hydraulic drive device α3, and the lift cylinder (3) is moved to the circle roll bar (211
, Circle C? Play via G etc.)' (9) up and down. C! 41 is a zero point setter and this setting value is set by mixer C.
2ω, where it is compared with the output sent from sensor α(ll) to determine the deviation between the two, and this deviation is displayed on the display aη.

第5図に制御装置の詳細が示され、第5図において、←
唱すセンサー、αωは油圧駆動装置、<1か言表示装置
、a唱ま敷き均し厚さ設定器、翰は混合器、(1町↓演
算回路、(5)は出力反転回路、(ハ)は積分回路、弼
はv−f変換器、(至)は単安定マルチバイブレータ、
01)は電磁弁駆動用の出力増巾器、(ハ)は0N−O
FF制御電磁弁、(財)は零点設定器、@は混合器、α
7)は表示器、04はアナログ−デジタルコンバータ、
(至)は表示用LED を示す。
Details of the control device are shown in Fig. 5, and in Fig. 5, ←
sensor, αω is a hydraulic drive device, <1 word display device, a is a spreading leveling thickness setting device, the handle is a mixer, (1 town ↓ calculation circuit, (5) is an output inversion circuit, (ha) ) is an integrator circuit, 弼 is a v-f converter, (to) is a monostable multivibrator,
01) is an output amplifier for driving a solenoid valve, (c) is 0N-O
FF control solenoid valve, (Foundation) is zero point setter, @ is mixer, α
7) is a display, 04 is an analog-digital converter,
(to) indicates the display LED.

しかして、土砂(5)を希望する厚さhに均す場合、厚
さ設定器α杓を調整し、地盤(6)からブレード(9)
の下面までの高さがhとなる様に設定する。この状態で
モータグレーダを走行させると、しはル検出棒Ql)は
その先端が土砂(5)の層内に潜り込むが地盤(6)に
は喰い込まない様にリターンスプリングαりで下方に引
張られる為、検出棒aυの先端は常に土砂(5)の層内
に埋没し、地盤(6)を擦りながら移動する。
Therefore, when leveling the earth and sand (5) to the desired thickness h, adjust the thickness setting device α ladle and move the blade (9) from the ground (6).
Set so that the height to the bottom surface of is h. When the motor grader is run in this state, the tip of the shield detection rod Ql) will sink into the layer of earth and sand (5), but it will be pulled downward by the return spring α so as not to dig into the ground (6). Therefore, the tip of the detection rod aυ is always buried in the layer of earth and sand (5) and moves while scraping the ground (6).

検出棒α9の先端とブレード(9)の下面との槁さの差
が設定値りからずれた場合には、センサー叫で検知され
た値と設定値りとの偏差が混合器α■より演算回路ae
に伝えられ、補正出力信号が油圧駆動装置αωに送られ
、リフトシリンダー(3)は検出棒aυの先端とプレー
)’(9)の下面との高さの差をhK戻す方向に作動す
る。即ち、最初に設定値りを設定器(Isで設定すると
、検出棒αυの先端即ち地盤(6)とブレード(9)の
下面との高さの差が自動的にhとなる様に調整される。
If the difference in firmness between the tip of the detection rod α9 and the bottom surface of the blade (9) deviates from the set value, the deviation between the value detected by the sensor and the set value is calculated by the mixer α. circuit ae
A correction output signal is sent to the hydraulic drive device αω, and the lift cylinder (3) operates in a direction to reduce the height difference between the tip of the detection rod aυ and the lower surface of the plate (9) by hK. That is, when the set value is first set with the setting device (Is), the difference in height between the tip of the detection rod αυ, that is, the ground (6), and the bottom surface of the blade (9) is automatically adjusted to h. Ru.

検出棒aυをブレード(9)の両端に取り付け、左右の
リフトシリンダー(3)を個々に制御する事により、プ
レー)’ (9)の両端下面がそれぞれ地盤(6)から
の高さがhとなる様に自動調整される。
By attaching detection rods aυ to both ends of the blade (9) and controlling the left and right lift cylinders (3) individually, the lower surfaces of both ends of the play (9) are determined to have a height h from the ground (6). It will be automatically adjusted accordingly.

しかして、ブレード(9)の走行後土砂(5)の厚さは
ほぼ均一にhとなる。ブレード(9)の上下方向の移動
量を知りたい時は、ブレード(9)が適当な高さの時に
零点設定器(24)を調瞥し、表示器αηのLED 表
示をOとする。この基準点からブレード(9)が上下に
移動した場合、センサー(10)の検出値と設定値との
偏差が混合器何より表示器(17)に伝えられ、ブレー
ド(9)の上下方向の移動量が表示される。第5図にお
いて、設定器(IQで設定された設定値りとセンサー<
11の検出値は混合器餞で比較されその偏差が出力され
る。その出力は電磁弁(2119のコイv (26Sa
)を駆動する為の回路(34)とコイル(z6sb)を
駆動する為の回路09に分けられる。負の偏差出力は0
4)側に入り、積分回路国で積分されて正に反転される
Therefore, after the blade (9) travels, the thickness of the earth and sand (5) becomes h almost uniformly. When you want to know the amount of vertical movement of the blade (9), check the zero point setter (24) when the blade (9) is at an appropriate height, and set the LED display on the display αη to O. When the blade (9) moves up and down from this reference point, the deviation between the detected value of the sensor (10) and the set value is transmitted to the mixer and above all to the display (17), and the blade (9) moves up and down. The amount will be displayed. In Figure 5, the setting value set by the setting device (IQ) and the sensor <
The detected values of 11 are compared in a mixer and the deviation thereof is output. Its output is the solenoid valve (2119 carp v (26Sa
) and a circuit 09 for driving the coil (z6sb). Negative deviation output is 0
4) side, is integrated in the integrating circuit country, and is inverted to positive.

この出力がv−f変換器CI!9)内で設定された設定
値を超えた瞬間にトリガーパルスがマルチバイブレータ
(至)に出力される。このトリガーパルスによりマルチ
バイブレータ備は電磁弁Q(9を駆動する為の安定した
矩形波を出力する。この出力は出力増巾器01)で増巾
されコイル(26Sa)を駆動し、電磁パルプCeを介
し【リフトシリンダー(3)を上方に駆動する。正の偏
差出力+S aS側に入り、出力反転回路(27)で負
の出力に変換された後積分回路弼で積分され正に反転さ
れる。この出力がv−f変換器C!ω内に設定された設
定値を超えた瞬間にトリガーパルスがマルチバイシレー
ターに出力される。このトリガーパルスによりマルチバ
イブレータOolは電磁弁(20を駆動する為の安定し
た矩形波を出力する。
This output is the v-f converter CI! 9) A trigger pulse is output to the multivibrator (to) at the moment the value exceeds the set value set in step 9). With this trigger pulse, the multivibrator outputs a stable rectangular wave to drive the electromagnetic valve Q (9). This output is amplified by the output amplifier 01 and drives the coil (26Sa), and the electromagnetic pulp Ce [Drive the lift cylinder (3) upwards. The positive deviation output +Sa enters the aS side, is converted into a negative output by the output inverting circuit (27), is integrated by the integrating circuit 2, and is inverted to positive. This output is the v-f converter C! A trigger pulse is output to the multi-biscillator at the moment the set value within ω is exceeded. With this trigger pulse, the multivibrator Ool outputs a stable square wave for driving the solenoid valve (20).

この出力は出力増巾器l31)で増巾され、コイ/I/
(26Sb)を駆動し、電磁バルゾCOを介してリフト
シリンダー(3)を下方に駆動する。正負両側差出力の
場合ともセンサーQ(llの検出値が設定値りまで戻り
偏差出力が零になった時リフトシリンダー(3)の駆動
出力信号はOとなりリフトシリンダー(3)は停止する
This output is amplified by an output amplifier l31) and
(26Sb) to drive the lift cylinder (3) downward via the electromagnetic balzo CO. In the case of a differential output on both the positive and negative sides, when the detected value of the sensor Q (ll) returns to the set value and the deviation output becomes zero, the drive output signal of the lift cylinder (3) becomes O and the lift cylinder (3) stops.

かくして、この装置によればオペレーターが最初に土砂
層の厚さhを設定するだけで左右のり7トシリングー(
3)は自動的に動いて、ブレード(9)を所定の高さに
保持するので、大巾に作業時間が短縮され、また熟練度
を要することなくオペレーター−人だけで土砂の敷き均
し作業ができる。
In this way, with this device, the operator only needs to first set the thickness h of the earth and sand layer, and the left and right distances can be adjusted by 7 toss.
3) moves automatically to hold the blade (9) at a predetermined height, which greatly reduces work time and allows operators to level the earth and sand without requiring any skill. I can do it.

なお、上記実施例においては、レベル検出棒αI)をリ
ターンスプリング←りで引っ張ったがこれに代えてエア
ーシリンダや油圧シリンダを用い或いはレベル検出棒(
IQの重量を増加することによりレベル検出棒Iを土砂
等の層内に潜り込ませても良い。
In the above embodiment, the level detection rod αI) was pulled by the return spring ←, but instead of this, an air cylinder or hydraulic cylinder may be used, or the level detection rod (
By increasing the weight of the IQ, the level detection rod I may be allowed to penetrate into the layer of earth and sand.

また、上記実施例においては駆動装置として左右2個の
リフトシリンダー(3)を用いているがこれに代えて、
機械的、電気的駆動装置によりブレードの高さと傾斜と
を変更させてブレードの両端の上下高さを調整しても良
い。また、本発明装置はダートコース上に土砂を敷き均
す場合の他、沈砂池やヂ過池内の砂の敷き均し等粉粒体
を一定厚さに敷き均す場合に広く用いることは勿論であ
る。
In addition, in the above embodiment, two lift cylinders (3) on the left and right are used as drive devices, but instead of this,
The vertical height of both ends of the blade may be adjusted by changing the height and inclination of the blade using a mechanical or electrical drive device. In addition, the device of the present invention can of course be widely used for spreading powder and granular material to a constant thickness, such as spreading sand on a dirt course or sand in a settling basin or a passing basin. be.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来の土砂等の敷き均し要領を示す側面図、第
2図は第1図の■−■線に沿う断面図、第3図は従来の
他の土砂等の敷き均し要領を示す側面図、第4図及び第
5図は本発明の1実施例を示し、第4図は要部の側面図
、第5図は制御装置の詳細を示す結線図である。 均平装置・・・(9)、駆動装置・・・(3)、基盤・
・・(6)、粉粒体・・・(5)、レベル検出棒・・・
(11)、制御装置・・・(7)。 復代理人 弁理士開本重文 外3名
Figure 1 is a side view showing the conventional method for leveling soil, etc., Figure 2 is a sectional view taken along the line ■-■ in Figure 1, and Figure 3 is a conventional method for leveling other soil, etc. 4 and 5 show one embodiment of the present invention, FIG. 4 is a side view of the main part, and FIG. 5 is a wiring diagram showing details of the control device. Leveling device...(9), Drive device...(3), Base/
...(6), Powder material...(5), Level detection rod...
(11), control device...(7). Sub-agents: 3 patent attorneys and non-Kaihon important literary figures

Claims (1)

【特許請求の範囲】[Claims] ブレード等の均平装置と、該均平装置の両端の上下高さ
を調整する駆動装置と、上記均平装置の両端に配設さ些
基盤を覆う土砂等の粉粒体の層内に潜り込んで上記基盤
の表面を擦るレベル検出棒と、上記検出棒によって検出
されたレベルが予め設定された設定値になるように上記
駆動装置を駆動する制御装置を具えたことを特徴とする
土砂等の敷き均し装置。
A leveling device such as a blade, a drive device that adjusts the vertical height of both ends of the leveling device, and a drive device installed at both ends of the leveling device that penetrates into the layer of powder and granular material such as earth and sand that covers the foundation. a level detection rod that rubs the surface of the base, and a control device that drives the drive device so that the level detected by the detection rod becomes a preset value. Leveling device.
JP5090084A 1984-03-19 1984-03-19 Laying and leveling device for soil Granted JPS60195234A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5090084A JPS60195234A (en) 1984-03-19 1984-03-19 Laying and leveling device for soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5090084A JPS60195234A (en) 1984-03-19 1984-03-19 Laying and leveling device for soil

Publications (2)

Publication Number Publication Date
JPS60195234A true JPS60195234A (en) 1985-10-03
JPH0143091B2 JPH0143091B2 (en) 1989-09-19

Family

ID=12871619

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5090084A Granted JPS60195234A (en) 1984-03-19 1984-03-19 Laying and leveling device for soil

Country Status (1)

Country Link
JP (1) JPS60195234A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006258476A (en) * 2005-03-15 2006-09-28 Japan Racing Association Hardness measuring vehicle of riding ground
CN100441488C (en) * 2006-03-20 2008-12-10 沈阳矿山机械(集团)有限责任公司 Materials piling method at end of rectangular pre-equalizing materials field
WO2013013521A1 (en) * 2011-07-27 2013-01-31 湖南三一智能控制设备有限公司 Land leveler leveling control system, control method, and land leveler

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006258476A (en) * 2005-03-15 2006-09-28 Japan Racing Association Hardness measuring vehicle of riding ground
CN100441488C (en) * 2006-03-20 2008-12-10 沈阳矿山机械(集团)有限责任公司 Materials piling method at end of rectangular pre-equalizing materials field
WO2013013521A1 (en) * 2011-07-27 2013-01-31 湖南三一智能控制设备有限公司 Land leveler leveling control system, control method, and land leveler

Also Published As

Publication number Publication date
JPH0143091B2 (en) 1989-09-19

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